Precise Digital Leveling Section 4 Geodesy and Corrections for Leveling
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- Slide 1
- Precise Digital Leveling Section 4 Geodesy and Corrections for
Leveling
- Slide 2
- Leveled Height Differences A C B Topography
- Slide 3
- Image credit: University of Texas Center for Space Research and
NASA GRACE Gravity Model 01 - Released July 2003
- Slide 4
- The relationships between the ellipsoid surface (solid red),
various geopotential surfaces (dashed blue), and the geoid (solid
blue). The geoid exists approximately at mean sea level (MSL). Not
shown is the actual surface of the earth, which coincides with MSL
but is generally above the geoid. The Geoid Geopotential Surfaces
Gravity Vector Ellipsoid Surface
- Slide 5
- Level Surfaces and Orthometric Heights Level Surfaces Plumb
Line Geoid POPO P Level Surface = Equipotential Surface (W) H
(Orthometric Height) = Distance along plumb line (P O to P) Earths
Surface Ocean Geopotential Number (C P ) = W P -W O WOWO WPWP Area
of High Density Rock Area of Low Density Rock Mean Sea Level
- Slide 6
- Slide 7
- Vertical Datum Relationships MHHW, MHW, MTL, DTL, MLW, MLLW
NAVD 88, NGVD 29 WGS 84, NAD 83 (86) Tidal Datums 3-D Datums
Orthometric Datums
- Slide 8
- Corrections Applied to NGS Leveling Observations
- Slide 9
- Curvature Error, C, Where the Line of Sight Is not Parallel to
an Equipotential Surface Cancels if S B = S F Direction of Gravity
SFSF SBSB CBCB CFCF Horizontal Line of Sight Equipotential
Surface
- Slide 10
- Rod A Rod B Shimmer Shorten setup distances instrument to rod
Balance setups minimize differences Observe over similar
surfaces
- Slide 11
- Crossing a Highway Minimize Dissimilar Backsight - Foresight
Observing Conditions Avoid if Possible
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- F 1 cos P 2 B 2 cos P 2 B 1 cos P 1 Rod 1 Rod 2 Rod 1 F 2 cos P
1 Systematic effect of plumbing error (and scale errors) is small
on flat terrain, since B 1 F 2 and F 1 B 2
- Slide 13
- F 2 cos P 1 Systematic effect of plumbing error (and scale
errors) accumulates on sloping terrain, since B 1 F 2 and F 1 B 2 B
1 cos P 1 Rod 1 F 1 cos P 2 B 2 cos P 2 Rod 2 Rod 1
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- Slide 15
- Slide 16
- Rod Scale Correction C r = De D = observed elevation for the
section in meters e = average length excess of the rod pair in mm/m
Length excess is determined in rod calibration process
- Slide 17
- Rod Calibration Invar to Bottom Reference Plate
- Slide 18
- Calibration Report SLAC Metrology Laboratory
- Slide 19
- Laval University (ULAVAL)
- Slide 20
- Technical University in Munich (TUM)
- Slide 21
- Stanford Linear Accelerator Center (SLAC)
- Slide 22
- Stanford Linear Accelerator Center (SLAC) Additional Notes
- Slide 23
- Critical Distances: It is already well known in the metrology
community that digital levels give inaccurate results at certain
distances. Therefore the expansion of these distances have to be
evaluated to avoid them during the field measurements. As an
example, measurements at and around a critical distance of the
DNA03 are shown below.
- Slide 24
- Hence Rule Keep all three crosshairs on Invar!
- Slide 25
- Keep all three crosshairs on Invar!
- Slide 26
- Maintain Line of Sight 0.5 m Above Ground Rod 0.5 m Must be 0.5
m
- Slide 27
- RI-LOAD Documentation
- Slide 28
- Slide 29
- Rod Temperature Correction C t = ( t m t s ) D CE t m = mean
observed temperature of Invar strip t s = standardization
temperature of Invar strip D = observed elevation between the bench
marks CE = mean coefficient of thermal expansion
- Slide 30
- Refraction Correction (thermistors) R = -10 -5 (S/50) 2 D S =
distance (instrument to rod) in meters = 70 = observed temperature
difference between probes at each setup D = elevation for the setup
in units of half-cm
- Slide 31
- Refraction Error, r, Does Not Cancel on Sloping Terrain Since r
B r F, even if S B = S F SFSF SBSB Warm Cool rFrF rBrB
- Slide 32
- NGS Aspirated Temperature Probes
- Slide 33
- Rigid Leg Tripod With Thermister Equipment
- Slide 34
- Refraction Correction (predicted) R = -10 -5 {S/[(2n)(50)} 2 d
W S = distance (instrument to rod) in meters = 70 n = number of
setups = predicted temp. diff. d = elevation for the setup in units
of half-cm W = weather factor based upon sun code where it equals
0.5 for totally overcast, 1.0 for 50% cloudy, 1.5 for 100% sunny
Correction not used when thermistors are used!
- Slide 35
- Time Zones U.S. NAVY TIME ZONE DESIGNATIONS STANDARD DAYLIGHT
TIME TIME ZONE U.S.NAVY TIME TIME MERIDIAN DESCRIPN DESIGNATION
Atlantic AST Eastern EDT 60W +4 Q(Quebec) Eastern ESTCentral CDT
75W +5 R(Romeo) Central CSTMountain MDT 90W +6 S(Sierra) Mountain
MSTPacific PDT 105W +7 T(Tango) Pacific PSTYukon YDT 120W +8
U(Uniform) Yukon YSTAK/HI HDT 135W +9 V(Victor) AK/HI HSTBering BDT
150W +10 W(Whiskey)
- Slide 36
- Astronomic Correction C a = 0.7 Ks s = section length K = tan m
cos(A m ) + tan s cos(A s ) where A s = azimuth of the sun; A m =
azimuth of the moon; = azimuth of section ( / of adjacent BMs) 0.7
because the earth is elastic
- Slide 37
- Maximum Tide Equilibrium Leveling Route Reference Surface S N S
Effect, , of tidal deflection, , on a section of length and
direction S One of Several Corrections Applied to Precise
Leveling
- Slide 38
- Level Collimation Correction C c = - (eSDS) e = collimation
error in radians x 1000 or mm/m SDS = accumulated difference in
sight lengths for the section in meters
- Slide 39
- Effect of Collimation Error, S Direction of Gravity S(tan )
Line of Sight Horizontal
- Slide 40
- Consistent Collimation Error Cancels In Balanced Setup Since S
B = S F Direction of Gravity SFSF SBSB
- Slide 41
- Orthometric Correction C o =-2hsin2[1+(2/)cos2]d h = average
height of section = 0.002644; = 0.000007 = average latitude of the
section d = latitude difference between the beginning and end
points of the section Correction not needed when geopotential
numbers are used!
- Slide 42
- All Heights Based on Geopotential Number (C P ) The
geopotential number is the potential energy difference between two
points g = local gravity; W O = potential at datum (geoid); W P =
potential at point Why use Geopotential Number? - because if the
GPN for two points are equal they are at the same potential and
water will not flow between them
- Slide 43
- Geopotential Number O = one point on the geoid A = another
point on the geoid connected to O by precise leveling dn =
elevation between the Bench Marks g = average value of actual
gravity between successive Bench Marks, but to look up g we need
and , and we need to know the number of setups since we are
integrating
- Slide 44
- Geopotential to Orthometric H = C/(g + 0.0424 H 0 ) C = the
estimated geopotential number in gpu g = the gravity value at the
benchmark in gals H = the orthometric height in kilometers
- Slide 45
- Heights Based on Geopotential Number (C) Normal Height (NGVD
29)H* = C / = Average normal gravity along plumb line Dynamic
Height (IGLD 55, 85) H dyn = C / 45 45 = Normal gravity at 45
latitude Orthometric HeightH = C / g g = Average gravity along the
plumb line Helmert Height (NAVD 88) H = C / (g + 0.0424 H 0 ) g =
Surface gravity measurement (mgals)
- Slide 46
- Idiosyncrasies & Caveats and observables are stored in
description file What happens to observations when you create a
TBM? The gravity file is in the NAD27 datum Temperatures are taken
at many places and times Thermistor probes at each instrument setup
Thermometers at each bench mark Thermometers on each rod Wind and
sun codes are a very important fallback
- Slide 47
- Idiosyncrasies & Caveats (Continued) Tables of constants
are tabulated in time and position so time, time zone, and datum
are very important When data are loaded to the data base they are
supposed to be statistically free of biases and blunders. Field
specifications and procedures are designed to trap biases and
blunders in the field
- Slide 48
- Phase 1 Data Office Abstract
- Slide 49
- Rod 1 Rod 2 B Backsight Foresight F hh SBSB S SFSF Setup of
Leveling, h = B F and S = S B + S F